HomeMy WebLinkAbout5.1-11788A.C. PAVING TESTING NOTES:
SP7 -39.01
7 -1. ASPHALT CONCRETE. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL
ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO
THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE
SPECIAL PROVISIONS.
PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A
(MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF
SECTION 39- X2.02, AGGREGATE, OF THE SPECIFICATIONS FOR 3/4 MAXIMUM, MEDIUM GRADING.
ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CRETE SHALL BE AR -8000 VISCOSITY GRADED
ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED)
ASPHALT CONCRETE SHALL BE AR -4000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE
ENG NEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR
"STEAM - REFINED PAVING ASPHALTS," IN SECTION 92 -1.02, "GRADES," OF THE STANDARD
SPECIFICATIONS.
WHEN DIRECTED BY THE CITY ENGINEER, AGGREGATE CONFORMING TO ANY OF THE GRADING
REQUIREMENTS IN SECTION 39 -2.02, "AGGREGATE ", OF THE STANDARD SPECIFICATIONS SHALL BE USED
TO SURFACE INTERSECTIONS, TAPERS, AND OTHER AREAS WHERE THIN LAYERS OF ASPHALT CONCRETE ARE
BEING CONSTRUCTED.
THE AMOUNT OF ASPHALT BINDER TO BE MIXED IMTH THE MINERAL AGGREGATE SHALL BE DETERMINED BY
THE CONTRACTOR IN ACCORDANCE WITH CAUFOR1NIA TEST METHOD 367 USING SAMPLES OF MATERIALS
PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE
ENGINEER.
AT LEAST 14 DAYS PRIM TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE
ENGINEER'S REVIEW AND APPROVAL:
A. A LIST OF AGGREGATE AND ASPHALT SOURCES.
B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN TIME WORK CONFORM
TO THE REQUIREMENTS OF SECTION 39 -2.021, "AGGREGATE," OF THE STANDARD
SPECIFICATIONS NS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND
EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST
RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR.
C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367.
LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX
DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS
DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS
OF SECTION 39 -2.42, "AGGREGATE," OF THE STANDARD SPEC IFICA71 ONS AND THESE SPECIAL
PROVISIONS. IF THE DATA SU BMI 11 SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME
AS WHEN THE [DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE
DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN.
WHERE NEW ASPHALT CONCRETE PAVEMENT IS M CONFORM TO EXISTING PAVED SURFACES, THE EXISTING
PAVEMENT SHALL BE SAW CUT.
A PRIDE COAT WILL NOT BE REQUITED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT
OF ASPHALT HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39 -4.01, "SUBGRADE," OF THE STANDARD
SPECIFICATIONS SHALL BE MET.
THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL
BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE
LIMITS OF CONSTRUCTION.
PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITI'ED BY THE ENGINEER.
INTERSEC11O NS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL
ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNEC1 ONS AND PRIVATE DRIVES, WHERE S14OW N GRIN THE
PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM
SMOOTH, TAPERED CONNECTIONS.
THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY:
A. A PROPERLY CAUBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR
B. ASTIR D1188 WIHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY
BE SUBSTITUTED WITH PARAFFIN. I
IN CASE OF DISPUTE, METHOD B ABOVE MALL BE USED.
INHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING
OPERATIONS SHAM BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHFT, THE
LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER
THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF
NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE
DROP -OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED
TO FORM TEMPORARY CONFORMS BEFORE THE. LADS ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR
OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER CONFORMS TO FACILITATE THE REMOVAL OF THE
CONFORMS WHEN PAVING OPERA71ONS RESUME.
WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING
OPERATIONS SHALL DE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED
ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBUC TRAFFIC. AT
THE END OF EACH WORK SHIFT, THE DISTANCE BETWE04 THE ENDS OF A LAYER OF ASPHALT CONCRETE ON
ADJACENT LANES SMALL NOT BE NEATER THAN 10 FEET. ADDITIONAL ASPHALT COTE SHALL BE PLACED
ALONG THE TRANSVERSE DROOP -OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP -DOFF BETWEEN
ADJACENT LADES, SUCH ADDITIONAL ASPHALT CONCRETE SHALL DE HAND RAKED AND COMPACTED TO FORM
TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER
APPROVED BOND WEAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE
CONFORMS WHEN PAVING OPERATIONS RESUME.
ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OR THE MAXIMUM THEORETICAL
DENSITY AS DETERMINED BY ASTM D -2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE
WITH CALIFORNIA TEST 375.
IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER
THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE
REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR
BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING
OPERATIONS MALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE
ADJUSTMT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE
TEST AFTER NOTICE IS OVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE
REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN- PLACE
DENSITY REQUIREMENTS.
IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS
EITHER LESS THAN 906 OR MORE THAN 96X THE ASPHALT CONCRETE REPRESENTED BY THAT LOT
SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN -PLACE DENSITY
REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE.
THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE
ROADWAY.
IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE
TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH
EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN
ASPHALT CONCRETE OVERLAY. THE METHOD WILL DE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK
SHALL BE AT THE CONTRACTOR'S EXPENSE.
IF ABRASIVE MINDING IS USED TO BRING THE FINISHED SURFACE M SPECIFIED SURFACE TOLERANCES.
ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE
LONGITUDINAL LIMITS OF MINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST
LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE UNITS OF GRINDING ARE NORMAL TO THE
PAVEMENT CENTERUNE. ALL MOUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE
APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND
THE LAST FLOUR PARAGRAPHS OF SECTION 42 -2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS.
ICATIONS.
A FOG SEAL COAT SHALL BE APPLIED 70 ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE.
THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE
ENGINEER.
DIG ALERT
Call: TOLL FREE
1- 800 - 227 -2600
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA
STANDARD NOTES
1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND
SPECIFICATIONS OF THE CITY OF BAKERSFIELD.
2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART
OF THESE PLANS:
ST -1, ST -3, ST -6, ST -9, ST --17, ST -18
3. REFER TO INDIVIDUAL STREET SECTION FOR PAVEMENT SECTION.
4 INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF
CITY OF BAKERSFIELD
KERN COUNTY
CALIFORNIA
BAKERSFIELD STD. DWG. ST -13.
O TO BE INSTALLED
OO EXISTING 01=F::s11m1E STRIE[E r CONSTRUC7ri(DN PLANS
5. T INSTALL TRAFFIC CONTROL SIGNS
INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T -1
INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T -1
-<>- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V.
� INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V.
6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARDS, ON ALL
STREETS UNLESS OTHERWISE NOTED.
7. INSTALL 5.5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED.
8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER
EACH SEWER LATERAL.
9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E.
SERVICE POINT, ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A
MINIMUM OF 6" THICK.
10. INSTALL HANDICAP RAMPS PER CALTRANS 2002 REVISED DUAL UNITS
STANDARD PLAN RSP A88A CASE A.
11. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4!# BELOW
PAVEMENT GRADE.
12. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING
DAYS PRIOR TO CONSTRUCTION. 1 -800- 227 -2600.
13. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS
WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR
EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T -19 SHALL BE DATED WITHIN
SIDEWALK 6" FROM BACK.
14. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD
PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED
STREET RIGHT -OF --WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT,
SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK
PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE SHALL BE POSTED
PRIOR TO ISSUANCE OF THE PERMIT.
15. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL do COLLECTOR
ROADWAYS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE
(CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS,
LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE
ALLOWED. BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR
CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF
THE "GREENBOOK".
AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH
THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE
SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 9596
OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D -1557.
16. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT
STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY
RF- QUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED
TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 9596 OF THE MAXIMUM
DRY DENSITY IN ACCORDANCE WITH ASTM DI -1557.
17. DUST CONTROL
CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP)
FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON
SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY
OF THE SITE; CONTRACTOR IS REQUIRED TO COMPLY WITH THE
PROVISIONS OF SAID PLAN.
18. STORM WATER POLLUTION PREVENTION
CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION
PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER,
AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION
OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED
TO COMPLY WITH THE PROVISIONS OF SAID PLAN.
18. COMPACTION TESTS SHALL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND
LOCATIONS OF THE REQUIRED TESTS SHALL BE DETERMINED BY THE ENGINEER.
19. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG CITY STREETS
FOR THE DURATION OF THE WORK, INCLUDING NIGHTS, WEEKENDS AND
HOLIDAYS. TRAFFIC CONTROL SHALL CONFORM TO THE GUIDEUNES OF
THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION'S "MANUAL
OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES"
AND CITY STANDARDS. ONE LANE FOR EACH DIRECTION OF TRAFFIC SHALL
BE MAINTAINED AT ALL TIMES. THE CONTRACTOR .SHALL EMIT A TRAFFIC
CONTROL PLAN TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE START
OF ANY CONSTRUCTION. NO STREET PERMIT WILL BE ISSUED NOR SHALL ANY
CITY INSPECTION BE PROVIDED UNTIL SAID TRAFFIC CONTROL PLAN HAS BEEN
APPROVED BY THE CITY ENGINEER.
20, STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL
PROVISIONS SECTION 86 -6.01 OF WHICH MODELS INCLUDE:
AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES
LEO TEK EC1 THRU EC7 SERIES
CREE XSP / XSPR SERIES AND OTHERS CSI APPROVED LIST
OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER
BENCH MARK:.
BENCHMARK is CONCRETE MoNnMar o PI
CAIJ..OWAY & BAIVANERA ELEVATION =39269
PER TRACT 5372 UNIT t.
BASIS OF. BEARINGS0 _1�
THE BEARING OF N. 89'54'57" W. SHOWN FOR TIME
CENTER LINE OF BALVANERA DRIVE PER TRACT NO.
5372 UNIT 1, MAP BK. 40, PGS. 79-81 IN THE OFFICE
OF THE KERN COUNTY RECORDER WAS USED AS THE
BASIS OF BEARINGS SHOWN HEREON.
�a
PARCEL MAP NO. 11788
P.D.R. NO. 13 -0110
N
LEGEND:
ME MATCH EXISTING
1. COVER SHEET
2, GALLOWAY DRIVE
3. OLIVE DRIVE
4, STRIPING PLANS
FL
FLOWl1NE
POVC
POINT ON VERIIGAI. CURVE
CL
tENlERINE
BVC
BEGIN VERTICAL (URVE
ELEV
ELEVATION
EVC
END VERTICAL CURVE
BCR
BEgN CURB RETURN
PI
POINT OF IN IERSEC110N
ECR
EIS (FRB RETURN
PRC
POINT OF REVERSE CURVATURE
BC
BEGIN WRVS
PCC
POINT OF COMPOUND CURVATURE
EC
END CURVE
TC
TOP OF CURB
PIVC
PONT OF INTERSECTION
Tp
70P OF PAVEMENT
2106
OF VERTICAL CURW
FC
FN+NSF1 CONCRETE
GB
GRADE BREAK
R/W
RIGHT -OF -WAY
--EDO-
R1 -1
FD, KCS CONC. MONUMENT IN LH.
REPLACED 3/6/74 N.E. CORNER SEC. 18
T. 29S, R. 27E., M.D.B. & M.
KEY MAP
SCALE: 1 * =200'
D
STORM DRAIN - REFER TO SEYYER &
QTY
STORM DRAIN PLANS
0
STORM DRAIN MANHOLE - REFER TO SEVER &
A.C. PAVING
STORM DRAIN PLAINS
744
CATCH BASIN - REFER TO SEWER &
CUYDI
STORM DRAIN PLANS
---- -- . S
SEWER - REFER TO SEIIIER & STORM
2533
DRAM PLANS
0
SEWER MANHOLE - REFER TO SEWER &
SIDEWALK
STORM DRAIN PLANS
0
SEWER CLEANOUT - REFER TO SEWER &
SOFT
STORM DRAIN PLANS
STOP SIGNS
TRACT BOUNDARY
FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. S -29. � / ! / / / EXISTING STRIPE TO BE REMOVED
EXISTING SURVEY MONUMENT PHASE LINE
FURNISH do INSTALL STREET SIGN PER C.O.B. STD. S -40. Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT
FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. S -40. IR FURNISH & INSTALL IRRIGATION CONDUIT
FURNISH & INSTALL STREET LIGHT -5800 WMEEN PER C.O.B. STD. ST -14 Ic FURNISH & INSTALL INTERCONNECT CONDUIT
-- �,--XL -- FURNISH & INSTALL SPUCE BOX FOR INTERCONNECT
FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14 TR3!N0. 3 1/2 SIZE TR5=NNCO. 5 SIZE 7R6 =N0.. 6 SIZE
FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: 1 CURVE NUMBER FOR CURVE DESCRIPTION
"R1 -1" - STOP " - ITEM OF WORK - SEE SCHEDULE
W3 -1 STOP AHEAD
"R6 -1" -ONE WAY "S5-2" - END SCHOq.. ZONE
"R5-1" - DO NOT ENTER "S4-2" - WHEN C HLDREN ARE PRESENT � DESIGINAT,_`�l
NO PARKING 'S4-3" - SCHOOL. SECTION LETTER
RIGHT TURN ONLY "R2 -1" - SPEED LIMIT 20
R4-7" - KEEP RIGHT L. . soft mmmm�
"R81(CA)" - BIKE LANE 2
"W31 {CA)" - END W /OM4 -3 MARKER ,
"W14 --1 -- DEAD END SIGN NUMBERS ARE FEDERAL CODES
"W14 --2" - NO OUTLET UNLESS OTHERWISE INDICATED BY
*W1 -7* - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA
VI -C - SINGLE ARROW CODES.
"W1 -1" - CURVE ARROW
"W3 -3" - SIGNAL AHEAD
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lam �`;3r
!111111111, MAP
LIST OF MATERIALS
0
ITEM
UNIT
QTY
STREET IMPROVEMENTS
A.C. PAVING
TONS
744
CL. 11 AGG. BASE
CUYDI
844
\1v Is =I 1;
lam �`;3r
!111111111, MAP
LIST OF MATERIALS
0
ITEM
UNIT
QTY
STREET IMPROVEMENTS
A.C. PAVING
TONS
744
CL. 11 AGG. BASE
CUYDI
844
SUBGRADE PREPARATION
SOYD
2533
CURB AND GUTTER
LF
1316
SIDEWALK
SOFT
9098
HANDICAP RAMPS
SOFT
3724
STOP SIGNS
EA.
5
9500 LUMEN STREET LIGHTS
EA.
2
SAWNCU T
LF
2106
STRIPING
LF
1710
PULL BOX
EA
14
MEDIAN CURB
LF
637
12' WIDE CROSS GUTTER
SOFT
3457
INTERCONNECT CONDUIT
LF
1780
NOTE:* 1. A PRE- CONSTRUCTION CONFERENCE WILL BE
REQUIRED FOR THIS PROJECT. CONTACT THE
CONSTRUCTION DIVISION AT (661) 326 -3106
OR (661) 326 -3049 AT LEAST 10 WORKING
DAYS PRIOR TO THE DESIRED START' OF
CONSTRUCTION TO SET UP AN APPOINTMENT
FOR THE PRE - CONSTRUCTION CONFERENCE.
2. PRIOR TO THE START OF ANY PHASE OF
CONSTRUCTION, THE CITY CONSTRUCTION
INSPECTION DEPARTMENT SHALL BE GIVEN
48 HOURS NOTICE. TELEPHONE 326 -3049
3. ALLMATERIALS SUPPLIED FOR THIS PROJECT
WILL REQUIRE A CERTIFICATE OF COMPLIANCE
STATING THAT THE REQUIREMENTS &STANDARDS
SET FORTH BY THE CITY OF BAKERSFIELD HAVE
BEEN MET.
ENGINEER'S STATEMENT
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR
UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND
BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS,
AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS
OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD.
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON
THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF
THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE
CORRECTED DURING CONSTRUCTION.
V
APPROVED B GER A. MCINTOSH R.C.E. 33322 DATE
EXP. 6 -30 -14
APPROVED BY: NIC AS G. FIDLER ACTING PUBLIC WORKS DIRECTOR DATE
R.C.E. 61069 EXP. 12- 31--14
REVIEWED BY:
ASSISTANT PUB.U,C WORKS DIRECTOR
REVIEWED BY:
TRAFFIC ENGINEER
CITY RECORD :.#
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MW TA&E
CURVE
RADIUS
LENGTH
TANGENT
DELTA
T
20. W
31.60'
20.18'
90131*11'0
POT%
%5O.W
78.02"
49.49"
89*24W
50.39LT.
30-OV
47.43'
15+14.69
49.28LT.
N.we
30.00'
46.82
29.69"
89*24!45
48.50LT.
%M.00*
461H
29.71
89'2716
6
30-W
Aw-
59"24W
U7
20•W
23.12'
13.05"
6611
F.C. FINISH CONCRETE
20.00'
548'
4.
2416'27*
TAPER DATA NO.
STATION OFFSET FROM q
14+44.64
56.00LT.
14+49.65
55.97LT.
14+54.65
54.65LT.
14+59.65
55.57LT.
14+64.65
55.19LT.
14+69.65
54.70LT•
14+74.65
54.08LT.
15+04.65
50.39LT.
15+09.69
49.77LT.
15+14.69
49.28LT.
15+19.69
48.91LLT.
15+24.69
48.64LT.
15+29.69
48.50LT.
15+34.69
48.47LT.
TAPER DATA NO. <2
STATION WSET FROM q
18+44.28
62.26LT.
18+49.28
62.1 9LT.
18+54.28
61-96LT.
18+59.28
61.58LT.
18+64.28
61.05LT.
18+69.28
60,38LT•
18+74.28
59.55LT.
19+04.28
54.12LT.
19+19.28
53.29LT.
19+14.28
52.61LT.
19+29.28
52.08LT.
19+24.28
51 * 7OLT.
19+39.28
51.48LT.
19+34.28
51.40LT.
TAPER DATA NO.
STATION OFFSET FROM
9+49.07
7.94RT.
9+54.07
7.86RT.
9+59.07
7.60RT.
9+64.07
7.17RT.
9+69.07
6.58RT•
9+74.07
5.81IRT.
9+79.07
4.88RT.
10+09.07
1.261-T.
10+14o07
2.19LT.
10+19.07
2*96LT,
10+24.07
3.55LT.
10+29.07
3.98LT.
10+34.07
4.24LT.
10+39.07
4.32LT.
TAPER DATA NO. <4>
STATION OFFSET FROM
12+72.56
2.31ILT.
12+77.56
1.081-T.
12+82.56
0.14RT.
12+87.56
1.39RT.
12+92.56
2.53RT.
12+97.56
3.55RT.
13+02.56
4-45RT.
13+07.56
5.22RT.
13+12.56
5-87RT.
13+17.56
6.39111
13+22.56
6.78RT.
13+27.56
7.04RT•
13+32.56
7.17RT.
13+35.80
7.19RT.
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f SAWCUT
-ASTING CURB & GUTTER
rO BE REMOVED
LL- -0.45' TYPE "9 A.C. PAVING
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so
EXISTING MEDIAN CURB
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rs
LE` NID:
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a x(c I a JL
FURNISH & INSTALL IRRIGATION CONDUIT
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AEOREMATI Q
MATCH EXISTING EXIST. EXISTING
Rl
FURNISH & INSTALL TRAFFIC SIGNS PER Q0.8. SM. T-19.-
F•L
FI.OVAJNE P.O.V•C. POINT ON VERTICAL CURVE
--s
CURVE NUMBER FOR CURVE DESCRIPTION
C.L.
CENTERLINE B.V.C. BVC BEGIN VERTICAL CURVE
RI-I a STOP OW3-1* - STOP AHEAD
ELEV.
ELEVATION E,V.C. DID VERTICAL CURVE
ON-1 a ONE WAY X55-2" - END SCHOOL ZONE
B.C.R.
BEGIN CURB RETURN P.I. POINT OF INTERSECTION
*R5-1" DO NOT E14TER S4-f - WHEN CHIIDRM ARE PRESE)IT
E.C.R.
END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE
"R26(CA)" - NO PARKING '*S4-3r - SCHOOL
"R3 -5R ' - RIGHT TURN ONLY *R2-lo - SPEED LIMIT 20
B.C.
E.C.
BEGIN CURVE PCC POINT OF COMPOUND CURVATURE
END CURVE L
"R4-70 - KEEP RIGHT *R7-V NO PARKIN LANE
P.C.C. TOP OF an
wR8I(CA,)! - BIKE LANE
P.I.V.C•
POINT OF IN ECTION T.P. TOP OF PAVEMENT
OF VERTICAL CURVE
'OW31(CAr - END W/OM4-,3 MARKER NOTE
F.C. FINISH CONCRETE
'OW14-1* - DEAD END SIGN NUMBERS. ARE FEDERAL CODES
FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-l&
*W14-f - NO OUTLET UNLESS 07HERVASE INDICATED BY
'*Wl--r - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA
sWl
.
EXISTING SURVEY MONUMENT
-V - SINGLE ARROW
"W1 -1" CODES.
- CURVE ARROW
FURNISH & INSTALL STREET NAME SIGN PER C.O.B. SM. T-1•
9W3-3' - SIGNAL AHEAD
FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. SM. T-1.
D
STORM DRAIN -REFER TO SEWER & STORM DRAIN PLANS
0
STORM DRAIN MANHOLE -REFER TO SEWER & STORM DRAIN PLANS
FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. SM. ST-14.
CATCH BASIN - REF TO SEWER & STORM BRAIN PLANS.
E�o
FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C.O.B• SM. DET. ST-14.
s
SEWER -REFER TO SEWER & STORM DRAIN PLANS
0
SEWER MANHOLE - REFER M SEWER & STORM DRAIN PLANS.
0
SEWER CLEANOUT - REFER M SEWER & STORM DRAIN PLANS.
TRACT BOUNDARY
EXISTING STRIPE TO BE REMOVED
SECTION /00*N
SCALE 1 =109 HORIZ.k*
V
1 =59 VERT.
so
EXISTING MEDIAN CURB
EXISTING A.C. PAVEMENT
PROPOSED SAWCUT LIMIT LINE
rs
FURNISH & INSTALL TRAFFIC SIGNAI. CONDUIT
IR
FURNISH & INSTALL IRRIGATION CONDUIT
Ic
FURNISH & INSTALL INTERCONNECT CONDUIT
M
FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT
TR3=N0. 3 1/2 SIZE TR5--NO. 5 SIZE TR6=N0. 6 SIZE
CURVE NUMBER FOR CURVE DESCRIPTION
< >
TAPER NUMBER FOR TAPER DESCRIPTION
ITEM OF WOW - SEE SCHEDULE
CAL7RANS TYPE IV ARROW, LEFT OR RIGHT
AS APPLICABL& TO BE PAINTED
CALTRANS TYPE I ARROW
AS APPLICABL& TO BE PAINTED
NOTE:
SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PEINANENT
STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT
PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD.
ALL TEMPORARY STRIPING SHALL BE NON-THERMOPLASTIC.
R/W
1 VARIES MINI 81
2$
30 W
1
o
I Sj
2X
RETAINING
WALL
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COMBINATION SIDEWALX
PROPOSED CURB & cures
1
VARIES 1l-±12"
CONSTRUCTION NOTES:
Ut CONSTRUCT TYPE To CURB & cunat Gun PER C.O.B. SM ST-1
O2 CONSTRUCT 7.51 COMBINATION SIDEWALK PER C.O.B. SM ST-3
OCONSTRUCT CURB RAMP PER CURANS 2010 REVISED
STANDARD PLAN RSP A88A, CASE A.
OCONSTRUCT 12! WIDE CROSS GUTTER I PER C.O.B. STD. ST-1 7.
COMPACT SUBGRADE TO 95X OF MAX. TO 120 BEYOND
GU1lER UP M A DEPTH OF it.
O SAWCUT EXISTING E.P. f BACK OR AS DIRECIED
BY CITY ENGINEER
O PAINT It LIMIT LINE USING THERM
AN OPLAS71C PAINT PER
CALTRANS ST
ANDARD SPECI
FICATION 8010-21IC-19.
O7 EXISTING UTILITIES TO BE RELOCATED.
OS REMOVE AND DISPOSE OF EASTING CURB & GUTTER.
CONSTRUCT TYPE 'OM' MEDIAN CURB PER C.O.B. SM. ST-l&
EXISTING TRAFFIC SIGN TO BE REMOVED OR RELOCATED
AS DIRECTED BY ENGINEER.
PAINT If WIDE CONTINUOUS WHITE CROSSWALK LINE
USING 7HERlMOPLAS7IC PAINT PER CALTRANS STANDARD
SPECIFICATION PTH-02ALXYD.
CONSTRUCT HANDICAP RAMP PER CALTRANS 2006 REVISED DUAL
UNITS STANDARD PLAN RSP A88A CASE C.
�g FLOWAGE AND DRAINAGE EASEMENT FOR PUBLIC STORM WATER
M BE DEDICATED TO C.O.B. PER P.M. 1178&
�R CaSTING UTILITY VAULT TO BE RELOCATED BY OTHEIM
FURNISH AND INSTALL TRAFFIC INTERCONNECT CONDUIT AND SPLICE BOXES
VARIES 60' TO ±719
VARIES ±51' TO ±62"
2" SAWCUT
EXISTING CURB & CRITTER
TO BE REMOVED
L 0.45' TYPE W A.C. PAVING
1.00' CLASS N AGG. BASE
1.05' COMPACTED O.G. TO
95X RELATIVE DENSITY.
SECTION /oco"*N
SCALE 1*=10' HORIZ Nv
1 u =5' VERT.
Y DRIVE=
C4
C41
(k% CALLOWAY DRIVE
EXISTING MEDIAN CURB - I
EXISTING A.C. PAVEMENT
SM
CONSTRUCm" NOOM. (COL
CONSTRUCT 6* WIDE
STANDARD SIDEWALK PER C.O.B. STD DETAIL ST-&
CONSTRUCT 6" WIDE CURB RAMP PER CALTRANS 2010 CALTRANS
REVISED STANDARD PLAN RSP A88& CASE F.
7ESs.
1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN
PLANS AND DETAILS.
2. RAISE EXISTING SEINER MANHOLES To FNqn GRADE.
SECTION DESIGNATION:
SECTION IJEM
2
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CALL.OWAY DINVE
SEE SHEET 2
TYPE "M" MEDIAN
CL OLIVE DRIVE
VARIES
2' -t1 l
EXIST. E.P.
EX. MEDIAN
CURB
EXISTING MEDIAN CURB
A.C. PAVEMENT
' -+tfi'
t--
TAPER DATA N4. 01
(k% STATION OFFSET FROM Ck
I FGEN-.Do*
LEGEND* (CGN-T*l
14 +30.50
M.E.
ABBREVlATl
MATCH EXISTING EXIST. EXISTING
R1
FURNISH INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19:
F.L.
FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE
0.88LT.
'R1 -1' - STOP "W3-l' - STOP AHEAD
C.L.
CENTERLINE B.V.C. BEGIN VERTICAL CURVE
2.43LT.
'R6 -1" - ONE WAY "S5 -2' - END SCHOOL. ZONE
ELEV.
ELEVATION E.V.C. END V!ERT1fCAL CURVE
11.31LT.
'R5 -1'` - DO NOT ENTER 'S4--2' - WHEN CHILDREN ARE PRESENT
B.C.R. BEGIN
CURB RETURN P.I. POINT OF IN .IZSECIION
12.56LT.
'R CA " - NO PARKIMNG "S4-3' - SCHOOL
)
E.C.R.
END G RETURN P.R.C. POINT OF CURVATURE
13.18LT.
- ' _
R3-5R -RIGHT TURN ONLY "R2 1 SPEED LIMIT 20
B.C.
GIN CURVE PCC POINT MOUND CURVATURE
805412"
"R4-7" - KEEP RIGHT "R7 -9" - NO PARKING/BIKE LANE
E.C.
END CURVE P.C.C. TOP OF CURB
30.68'
'R8i(CA} - BIKE LANE
P.I.V.C.
PMT OF INTERSECTION T.P. TOP OF PAVEMENT
149.77'
"W31(CA )' - END W /OM4 -3 MARKER
0671'02"
OF VERTICAL CURVE F.C. FINISH CONCRETE
3.10'
"W14 -1' - DEAD END SIGN NUMBERS ARE FEDERAL. CODES
Q
FURNISH INSTALL SURVEY MONUMENT PER C.O.B.
9
"W1 4 -2' - NO NUTLET UNLESS OTHERWISE INDICATED BY
*M-70
43.99'
STD. ST-13.
42 '19"
_ DALE ARROW (CA ). (CA) INDICATES CALIFORNIA
1690.00'
6138'
31.70'
-6 * - SINGLE ARROW CODES.
QD 11745.00'
EXISTING SURVEY MONUMENT
175.54'
owl -lo - CURVE ARROW
03"17'00"
FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -1.
"W3 -3'' - SIGNAL MEAD
EXISTING UTILITIES TO BE RELOCATED.
---
FURNISH Ic INSTALL METRO STREET HAMS SIGN PER C.O.B. STD. T -1.
- - D
STORM DRAIN - REFER TO SM & STORM DRAMs PLANS
0
STORM DRAIN MANHOLE -REFER TO SEVER dt STORM DRAIN PLANS
- -
FURNISH do INSTALL STREET LIGHT-5800 LUMEN PER C.O.B. STD. ST -14.
REMOVE AND DISPOSE OF EXISTING CURB & GUTTER.
s
CALTRANS TYPE I ARROW
CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS.
--
FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. BET. ST -14.
AS APPLICABLE, TO BE PAINTED
�---
• s
SEWER - REFER TO SEWER & STORM DRAIN PLANS
EXISTING TRAFFIC SIM TO BE REMOVED OR RELOCATED
PLANS AND DETAILS.
SEM MANHOLE - REFER TO SEWER & STORM DRAM! PLANS.
NOTE:
C
SEWER CLEANOUT - REFER TO SEVIB do STORM DRAIN PLANS.
SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT
TRACT BOUNDARY
2. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE.
STRIPING !� PAVEMENT MARKINGS T4 � THERMOPLASTIC PAINT
aCISTING STRIPE T4 BE REMOVED
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r
i
CALL.OWAY DINVE
SEE SHEET 2
TYPE "M" MEDIAN
CL OLIVE DRIVE
VARIES
2' -t1 l
EXIST. E.P.
EX. MEDIAN
CURB
EXISTING MEDIAN CURB
A.C. PAVEMENT
' -+tfi'
t--
TAPER DATA N4. 01
(k% STATION OFFSET FROM Ck
14+25.50
0.37RT.
14 +30.50
0.29RT.
14 +35.50
0.06RT.
14+40.50
0.33LT.
14 +45.50
0.88LT.
14 +50.50
1.58LT.
14 +55.50
2.43LT.
14+94.73
10.46LT.
14 +99.73
11.31LT.
15 +04.73
12.01 LT.
15+09.73
12.56LT.
15 +14.73
12.95LT.
15 +19.73
13.18LT.
15+24.73
13.26LT.
TAPER DATA N0. 02
FCk STATION OFFSET FROM rt
10+66.11
46.37RT.
10+67.05
46.54RT.
10+71.86
47.76RT.
10+81.46
50.57RT.
10+91.02
53.38RT.
1 0+95.79
54.62RT.
11+00.56
55.52RT.
11 +05.35
56.08RT.
11+10.51
56.30RT.
SAWCUT
EXISTING MEDIAN CURB
TO BE REMOVED
0.45' TYPE 'A' A.C. PAVING
1.Ob' CLASS 11 AGG. BASE
1.05' COMPACTED O.G. TO
95% RELATIVE DENSITY.
MEDIAN SECTION.
SCALE 1' =10' HfRIZ.
1 " =5' VERT.
VARIES ±54' TO ±70'
I -
VARIES ±45' TO ±61.67'
2' SAWCUT
EXISTING CURB k GUTTER
TO BE REMOVED
R/W
1'
8' Mip
VARIES 1-612'
� l
� i
a l
1 zf 2X
0.45' T1fPE 'A' A.C. PAVING --J
1.00' CLASS II AGG. BASE
1.05' COMPACTED O.G. TO
95% RELATIVE DENSITY.
SEGION /00*4\
SCALE 1 " =10' HORIZ.
1 " =5' VERT. �4v
CIVE TAKE
CURVE
.0--pow
RADIUS
LENGTH
TANGENT
DELTA
1
p-
20.00
1 31.78'
20.37'
1 9O'03'09"
FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT
25.00
41.74'
27.60'
95'39'04"
3
30.00'
47.25'
30.12'
90104"
4
30.00'
44.8T
27.83'
85'41'46"
5
30.00'
42.36'
25.58'
805412"
6
30.00
47.79'
30.68'
91'16'54"
1351.21'
149.77'
74.96'
0671'02"
8
3.10'
9.74'
--
180"00'00
9
60.0!0'
43.99'
23.03'
42 '19"
1
1690.00'
6138'
31.70'
03*23'25"
QD 11745.00'
ITEM OF WORK -SEE SCHEDULE
175.54'
87.84'
03"17'00"
�--- PROPOSED 7.5' WIDE
COMBINATION SIDEWALK
PROPOSED CURB & GUTTER
LEGEND, • T.
CQN511RUCTION-
NOTES:
(CQNT*):
- -- -- -- - -- -- -- - --
PROPOSED SAWCUT LMT LINE
1
CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1
18 CONSTRUCT 6' WIDE STANDARD SIDEWALK PER C.O.B. STD DETAIL ST -3.
FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT
Z
CONSTRUCT 7.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3
CONSTRUCT 6' WIDE CURB RANI'' PER CALTRANS 2010 CALTRANS
Ts
IR
FURNISH & INSTALL IRRIGATION CONDUIT
REVISED STANDARD PLAN RSP A88A, CASE F.
CQNSIRUCT CURB RAMP PER CALTRANS 2010 REV! SED
.
ic
FURNISH & INSTALL INTERCONNECT CONDUIT
STANDARD PLAN RSP Ate, CASE A.
-- 3 s -
- FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT
CONSTRUCT 12' WIDE CROSS GUTTER PER QO.B. STD. ST -17.
TR3 --NO. 3 1/2 SIZE TR5=NO. 5 SIZE TR6 =IO. 6 SIZE
#
COMPACT BADE TO 95% OF MAX. TO 12" BEYOND
GUTTER LIP TO A DEPTH OF 12 .
1
CURVE NUMBER FOR CURVE DESCRIPTION
S
SAWCUT EXISTING E.P. 2' BACK OR AS DIRECTED BY CITY ENGINEER
1
TAPER NUMBER FOR TAPER DESCRIPTION
PANT 12" LMT UNE USING THERMOPLASTIC PAINT PER
�
ITEM OF WORK -SEE SCHEDULE
CALTRANS STANDARD SPECIFICATION 8010- 21C -19.
7
EXISTING UTILITIES TO BE RELOCATED.
J-511
CALTRANS TYPE IV ARROW, LEFT OR RIGHT
AS APPUC TO BE PAINTED
�.
8
REMOVE AND DISPOSE OF EXISTING CURB & GUTTER.
s
CALTRANS TYPE I ARROW
CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. ST -18.
NOTES*.
AS APPLICABLE, TO BE PAINTED
1. SEE SEWED? AND STORM DRAIN PLAINS FOR STORM DRAIN
EXISTING TRAFFIC SIM TO BE REMOVED OR RELOCATED
PLANS AND DETAILS.
NOTE:
AS DIRECTED BY ENGINEER.
SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT
PAINT �
ANN 12 WISE CONTINUOUS WHITE CROSSWALK L
2. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE.
STRIPING !� PAVEMENT MARKINGS T4 � THERMOPLASTIC PAINT
USING TIINERMOPLASTIC PAINT PER CALTRANS STANDARD
CALTRANS STANDARD SPECIFICATION PTH- 02AL.NCYDUSING
SPECIFICATION PTIH 02ALKYID-
.
- •
ALL TEMPORARY STRIPING SHALL BE NON- THERMOPLASTIC.
1
CONSTRUCT HANDICAP RAID PER CALTRANS 2006 REVISED DUAL
SECTION LETTER
UNITS STANDARD PLAN RSP A88A CASE C.
A
13
FLOWAGE AND DRAINAGE EASEMENT FOR PUBLIC STORM WATER
-� _ - -- �-.... _ _ ..
TO BE DEDICATED TO C.O.B. PER P.M. 1178$
14
EXISTING UTILITY VAULT TO BE RELOCATED BY OTHERS.
SHEET SECTM IS %IMM
15
FlJRNNSH AND INSTALL TRAFFIC INTERCONNECT CONDUIT AND SPLICE BOXES
t
EXIST. DETAIL 39
NEW MEDIAN
SEE SHEET 2
It-#Sr Q
Re*
BEGIN DETAIL 38A
STA. 12 +20.49, C.L. 100.00LT.
END DETAIL 38A
w
Ir
z
a
7~
BEGIN DETAIL 38A
STA. 12 +52.49, QL 100.33LT,
END DETAIL 38A
r
to
H
GALLOWAY DRIVE
1" = 50' HORIZONTAL
4
o
°z
W
OLIVE DRIVE
SCALE: 1" = 50' HORIZONTAL
19 00
FD KCS CW1. WMENT IN LH.
6E.Pl,AM 3/6/74 N.E. Ma WEC.
CMI4WAY ORIUE
SEE aeovE
LEQMD: (f`*^klT
--- -•- -- -- — — — -- -- -- PROPOSED SAIICUT LIMIT LINE
TS FIIiNNISH & INSTALL. TRAFRC SIGNAL CONWIT
IR FURNISH & INSTALL IRRIGATION CONDUIT
Ic FURNISH & INSTALL INTERCONNECT CONDUIT
To FURMSH & INSTALL SPLICE BOX FOR INTERC)NNECT
TR3=N0. 3 1/2 SIZE TR5=NO. 5 SIX TR6 -NO. 6 SIZE
Ot
CURVE NUMBER FOR CURVE DESCRIPTION
O1
M.E.
•
MATCH EXISTING EXISTING
EXIST`.
LEGENL2: j CON T.
FURNISH &INSTALL TRH SIGNS PER C.O.B. STD. T -19;
�
AS APPLICABLE.
F.L..
FLOWLI E P.O. V.C. POINT ON VERTICAL CURVE
AS APPLICABLE. TO BE PAINTED
mm —1" — STOP "W3 -1" — STOP AHEAD
NOTE:
SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT
C.L.
CENTERLINE B.V.C. BEGIN VERTICAL CURVE
"R6 -1" — ONE WAY 'S5-2" — END SCHOOL ZONE
STRIPING LEND:
/LLl. TEMPORARY STRIPING SHALL BE NON-THERMOPLASTIC.
8".
ELEVATION E.V.C. ENS VERTICAL CURVE
"R5 -1" - DO NOT ENTER sS4--r - WHEN CHILDREN ARE PRESENT
RIGHT OF WAY
* SEE CALTRANS TRAFFIC MANUAL FOR DETAILS
B.C.R.
E.C.R.
BEGIN CURB RETURN P.I. POINT OF INTERSECTION
END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE
ltWCA)" - NO PARKING S4-3" - SCHOOL
"R3 -5R" -RIGHT TURN ONLY 2 -1 -SPEED LIMIT 20
* ALL PERMANENT STRIPING & PAVEMENT MARKINGS
B.C.
BEGIN CURVE PCC POINT OF COMPOUND (NATURE
10-7" — KEEP RIGHT "R7 -9" — NO PARKING /BIKE LANE
EXISTING EDGE OF PAVEMENT
TO BE THERMOPLASTIC PAINT PER CALTRANS
E.C.
ENT} CURVE P.C.C. TOR OF CURB
"R81(CA)" —BIKE LANE
STANDARD SPECIFICATION 8010- 21C -19
P.I.V.C.
POINT OF INTERSECTION T.P. TOP OF PAVEMENT
*W31(CA)" — END W /QM4 --3 MARKER
CAL —TRANS TYPE III ARROW
LEFT OR RIGHT AS APPLICABLE
* ALL TEMPORARY STRIPING AND MARKING DESIGNATED
OF VERTICAL CURVE F.C. FINISH CONCRETE
— DEAD END SIGN NUMBERS ARE FEDERAL CODES
(18)
CAL —TRANS TYPE 1ARROW
NTH (T) SHALL BE STRIPING TAPE (SSP) OR
*W14-1 "
WI4-2 — NO OUTLET UNLESS OTHERINSE INDICATED BY
"Wt
WATERBOURNVE PAINT. ALL OTHER STRING AND
Q
FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13.
-7" — DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA
MARKING SHALL BE THERMOPLASTIC PER CALTRANS
'OWI -6� — SINGLE ARROW CODES.
CAL —TRANS TYPE IN B ARROW
STANDARD Et�I#+ICATION Sa10- 21C -19, UNLESS
EXISTING SURVEY T
Wt -1 - CURVE ARROW
OTHERWISE INDICATED.
"W3 -3' - SIGNAL AHEAD
CAL -TRANS TYPE I ARROW
LEFT OR RIGHT AS APPLICABLE
* PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT
FURNISH & INSTALL STREET NAME SKIN PER C.O.B. STD. T -1.
�- - - D
STORM DRAIN - REFER TO SEMiER & STORM DRAIN PLANS
CAL TRANS. TYPE NN B ARROW
CAL-TRANS
AI THE SAME AS
SHALL VERIFY THAT COMMONS REMAIN
IN THE APPROVED PLANS. SHOULD CONDITIONS BE
FURNISH do INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1.
STORM DRAIN MANHOLE -REFER T4 SEMER &STORM DRAIN PLANS
"STOP" MARKING PER CAL -TREWS STANDARDS
BE IITI ED
CHANGED, A REVISED STRIPING PLAN SHAD. TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING.
-o-
FURNISH � SAIL STREET LIGHT-5800 LUlu�t PER C.Q.B. STD. ST -14.
-
CATCH BASIN REFER TO SEVIER & STORM DRAIN PLANS.
AW.M
"AHEAD' MARKING PER CAL -TRANS STANDARDS
-B-
FURNISH do INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14.
-�--
-- • S
SEWER -REFER TO SEWER dt STORM DRAIN PLANS
Wj ==t>
BIKE LANE MARKINGS PER CAL -TRANS STANDARDS
�
SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS.
EXISTING CAL -TRANS STRIPING AND MARKINGS, TYPICAL
0
SEVER CLEANOUT - REFER TO SEWER STORM DRAIN PLANS.
TRACT BOUNDARY
EXISTING STRIPE M BE REMOVED
19 00
FD KCS CW1. WMENT IN LH.
6E.Pl,AM 3/6/74 N.E. Ma WEC.
CMI4WAY ORIUE
SEE aeovE
LEQMD: (f`*^klT
--- -•- -- -- — — — -- -- -- PROPOSED SAIICUT LIMIT LINE
TS FIIiNNISH & INSTALL. TRAFRC SIGNAL CONWIT
IR FURNISH & INSTALL IRRIGATION CONDUIT
Ic FURNISH & INSTALL INTERCONNECT CONDUIT
To FURMSH & INSTALL SPLICE BOX FOR INTERC)NNECT
TR3=N0. 3 1/2 SIZE TR5=NO. 5 SIX TR6 -NO. 6 SIZE
Ot
CURVE NUMBER FOR CURVE DESCRIPTION
O1
Ti1PER NUMBER FOR TAPER DESCRIPTION
ITEM OF MIORIC -SEE SCHEDULE
CALTRANS TYPE IV ARROW, LEFT OR RIGHT
TO BE PIWTED
AS APPLICABLE.
CALTRANS TYPE i ARROW
AS APPLICABLE. TO BE PAINTED
NOTE:
SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT
STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PUNT
PER CALTRANS STANDARD SPECIFICATION P1H- 02ALKYD.
/LLl. TEMPORARY STRIPING SHALL BE NON-THERMOPLASTIC.
20 +84.02
CONSTRUCTION NOTES:,
O1
CONSTRUCT TYPE 'B' CURB do GUTTER PER C.O.B. SiD ST -1
O2
CONSTRUCT 7.5 OOM0INAl10N SIDEWALK PER C.O.B. STD ST -3
O
CONSTRUCT CURB RAMP PER CALTRANS 2010 RENSED
3
STANDARD PLAN RSP ANA, CASE A
O
CONSTRUCT 12! WIDE CROSS GUTTER PER C.O.B. SM. ST-17.
4
COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND
GU11ER UP TO A DEPTH OF 12'.
O SAMIC:UT DOSING E.P. 2' BACK OR AS DIRECTED BY CITY ENS
OPAINT 12' UIrYNT LINE USING THERMOPLASTIC PAINT PER
CALTRANS STANDARD SPECIFICATION 8010- 21C -19.
O7
EXISTING UTILITIES TO BE RELOCATED.
ds
REMOVE AND DISPOSE of oasnNc CURB a curTOrt.
O9 CgiSTRUCT TYPE "M' MEDIAN tUt8 PER C.O.B. SM. ST -18.
10
EXISTING TRAFFIC SIGN TO BE REMOVED OR RELOCATED
AS DIRECTED BY ENGINEER.
11 PLANT 12' WEE OON1NJl1WS 1H1E CROSSWALK LINE
USING THERMOPLASTIC PANT PER CALTRANS STANDARD
SPECIFICATION PTH- 02ALKYD.
CONSTRUCT HMIDtCAP RAMP PER CALTRANS 2006 REMISED DUAL
UNITS STANDARD PLAN RSP A86A CASE C.
13
FLOWAGE AND DRAINAGE EASEMENT FOR PUBLIC Sill WATER
TO BE DEDICATED TO C.O.B. PER P.Y. 11788.
14
EXISTING U1ILJTY YM1L.T TO BE RELOCATED BY OTHERS.
15 FURNISH AND INSTALL TRAFFIC INTERCONNECT CONDUIT AND SPLICE BOXES
sh"k, l- 117??